Construction of RCC Bathou Thansali Building at Borbari Bathou Thansali, Mushalpur, Baksa, BTR

Amount

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding IS m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.

16.12 : Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.22A : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in 5.22A position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more.

5.9 : Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5 : Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9.3 Suspended floors, roofs, landings, balconies and access platform

5.9.9 : Arches, domes, vaults up to 6 m span

5.1 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15' landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).

6.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

4.11 : Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources).

6.13 : Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

9.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.1 Second class teak wood

9.5 : Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in- charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters

9.7 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 9.7.1 Second class teak wood

13.4 : 12 mm cement plaster of mix: 13.4 13.4.2 1:6 (1 cement: 6 coarse sand)

13.5 : 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5 13.5.2 1:6 (1 cement: 6 coarse sand)

2.25 (a) : Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

2.35 : Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite 2.35 treatment (excluding the cost of chemical emulsion): 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor:

11.41 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.4 Size of Tile 1000x1000 mm

13.9 : Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9 13.9.1 12 mm cement plaster

4.17 : Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

13.26 : Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to 13.26 prepare the surface even and smooth complete.

13.52 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per 52 manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.2 On concrete work

13.43. : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer

13.45 : Finishing walls with textured exterior paint of required shade: 13.45 13.45.1 New work (Two or more coats applied @ 3.28 Itr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

13.52 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per 13.52 manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1 On steel work

9.96 : Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.2 : 250x16 mm

9.97 : Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 9.97.2 250x10 mm

9.100 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.1 125 mm

15.2 : Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

15.3 : Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

2.14 : Digging holes in ordinary soil and refiling the same with the excavated earth moxed with manure or eludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 2.14.1 Holes 1.2 m dia and 1.2 m deep

2.15 : Half brick circular tree guard in bricks, intemal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 16 (1 cement: 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete 2.15.1 With common burnt clay F.P.S. (non modular) bricks of class denigration 5.0

7.3 : Providing and stacking of Albizzia lebbek of height 160-165 cm. in bag of size 25 cm as per direction of the officer-in-charge

7.7 : Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 om. in big poly bags of size 25 cm as per direction of the officer-in-charge

7.24 : Providing and stacking of Delonix regia (Guimonar) of height 160-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

7.74 : Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm, in earthen pots of size 25 cm as per direction of the

2.6 : Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil

11.2 : Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks

4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

5.22A : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in 5.22A position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more.

5.22.1 : Mild steel and Medium Tensile steel bars

5.9 : Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

5.9.5 : Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts

5.1 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

6.13 : Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)

9.48 : Providing and fixing M.S. grills of required pattern in frames of windows etc. with MS. flats, square or round bars etc. Including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding

13.2 : 15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.1. In cement mortar 1:4

13.85 : Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. VOC content less than 50 grams/litre 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

13.44 : Finishing walls with water proofing cement paint of req required shade 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm

RANJAN BORO (BID ID -275695)